Seismic Behavior of Steel-Fiber-Reinforced High-Strength Concrete Shear Wall with CFST Columns: Experimental Investigation

To improve the seismic behavior of shear walls, a new composite shear wall composed of a steel-fiber-reinforced high-strength concrete (SFRHC) web and two square concrete-filled steel tube (CFST) columns, namely a steel-fiber-reinforced concrete shear wall with CFST columns, is proposed in this pape...

Celý popis

Podrobná bibliografie

Hlavní autoři:	Ke Shi, Mengyue Zhang, Pengfei Li, Ru Xue, Peibo You, Tao Zhang, Baoyu Cui
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	MDPI AG 2021-11-01
Edice:	Fibers
Témata:	composite shear wall steel-fiber-reinforced high-strength concrete square concrete-filled steel tubes seismic behavior load-bearing capacity
On-line přístup:	https://www.mdpi.com/2079-6439/9/11/75
Tagy:	Přidat tag Žádné tagy, Buďte první, kdo vytvoří štítek k tomuto záznamu!